HomeMy WebLinkAbout3.00 Existing PlatFINAL PLAT OF:
THE RANCH AT COULTER CREEK 'P.U.D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7
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SIMPLE OF ALL OF THAT REAL PROPERTY SMATED IN THE COUNTY OF GARFIELD. STATE OF COLORADO, AND
BEM0 A PART OF THE RANCH AT COULTER CREEK P.U.D. AS TOWN CT THE ACCWPANRNNC PLAT SAID REAL
PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
A PARCEL OF LAND SITUATED M LOT 5 OF SECTION I. IN TOHHSHIP 7 SOUTH, , RANGE Be WEST OF THE 6
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it. WA ) A ERMS IN 1aAND W5W� BI 7. APO RA NGOFO B, NTION B.EON 6F CONT/2IIN/PYA/µE1/4. AVD NEI/ARM/4. C(
S� PPM OF LAND M11 WO S PARTICULARLY
REL 1DDEE4RBED AS FOLLOWS: BEGINNING AT ME Y CORNER OF
NEST Y SECTION UNE 5011.37 FEET. TO
ME NE CORNER OF LOT d OF SAW SECTION 6; THENCE THE FOLLOWING FOR (4) COURSES ALONG THE
BOUNDARY OF LOT B OF SAN SECTION a:
1) 5 005011' E 1208.71 FEEL
2J N 89'H51' E 418.06 FEET
7) 5 0053'45'E woo FEET
4) N 9729'00' W 133293 FEET TO A PONT ON THE EASTERLY LINE OF ME OWED O SAO SECTION 6:
THENCE LEAVING THE BOUNDARY OF LOTB O SECTION 6 5 0045'32' E ALONG SAID EASTERLY LOSE OF POSE
PU 151567 FEET 10 THE EL. CORNER O SAD POTIONS 6 No T THENCE S 89'3954' C ALONG THE
SOUTHERLY UNE OF SAID SECT/DT B 1334.01 FEET TO THE SOUTHEAST CORNER OF SAO SECTION 6; 114ENCE
LEAVING SAID SOUTHERLY UNE 5 ODNVJ' E ALONG THE BOUNDARY OF THE TWEE O SMD SECTION ,
1293.75 FEET: THENCE CONTINUING AMC SAD BOUNDARY OF THE NYRE)'. 5 a9'4M18' w 7338.40 FEET TO
THE NER CORNER OF SAD SECTION A THENCE LEAVING SAID BOUNDARY OF THE N'NIEX 5 5028'04' E ALONG
THE BOUNDARY OF THE SYYRFY OF SECTION 2 1309.73 FEET TO THE Els CORNER OF SAO SECTION 2: THENCE
CONTINUING ALONG SAO R"YWARY OF THE SNPRFY 5 11994'23' W 134258 FEET TO THE CENTER K CORNER
OF SECTION 7; HENCE CONEDWINO ALONG SMD BOUNDARY O THE MENEW N 0020'29' W 1324.14 FEET TO
THE Nth OWNER O SAID SECTION 7; TIVNCE LEANED WO BOUNDARY OF ME SAME 5 8914'21' W ALONG
ME BOUNDARY OF IME NFYN6i OF SAID SECTION 7 1363.74 FEET TO ME NWY. CORNER O SAID BECTON 7;
THENCE CONT TLIOG ALONG SAID BOUNDARY OF THE NFXMYYU N 50'4121' W 1350.06 FEET TO TIE All. CORNER
LOF OISAW
GSECTI SECTION6 AND
67I• NETHRICE EAVIG NGGRSAID SE (3) BOUNDARY
OF THE NEYJSUS ALONG THE BOUNDARY OF
I) N 69'3856' W 530.35 FEET
2) 5 872119' W 8422 FEET TO THE SOUMNEST CORNER O SECTION 6
J) N 0158'00" E 1327.25 FEET TO THE SYN CORNER O SECTIONS I ANO 6
TEEM LEAVING THE BOUNDARY OF LOT 7 OF SAD SECTOR 9. ALOE THE BOUNDARY OF LOT 5 OF SAD
MORON 1 TIE MOONED THREE (2) COURSES
I) N 6921'15' W 1248.4 FEET TO TE SE$ CONNER O SATO SECT/ON 1
2) N 007818' W 132111 FEET TO TIE EX. CORNER OF SAID SECTION 1
3) N 8959'J7" E 1327.73 FEET TO ME POINT OF DOWNING
SAID PARCEL OF UID CONTAINING 479.04B ACRES. MORE OR LESS
THAT SAW OMIER HAS CAUSED THE SAO REAL PROPERTY TO BE WO OUT AND SURVEYED AS THE RANCH
AT COULTER CREFR P.U.O.. A SUB91NSON OF A PART O GARFIELD COUNTY. COLORADO.
THAT SAID WRIER ODES HEREBY MARE THE FOLLOWING DEDICATIONS OF PORTIONS OF SAD REAL PROPERTY
I. ALL PORTIONS OF THE HEWN PLAT DEPICTED AND DESCRIBED AS COUNTY ROAD N0. ITS RIGHT-OF-WAY
ARE HEREBY DEDICATED AND SET APART TO THE BOARD OF COUNTY COAMISWLRS OF GARFIELD COUNTY
AS PUBIC STREETS MID ROADS. SRD.ECT TO THE NMT OF APPROPRIATE PUBLIC MAD PRIVATE UTILITY
COMPANIES AND THE RANCH AT WATER ORM< HOMEOWNERS ASSOCIATION UPON PROVER AP%IGTW AND
RECEIPT OF A ROAD AND BROW OEPARNMi PERMIT. TO UBISE SAID COUNTY ROAD RIGHT-OF-WAY AS AN
MWGTION AND UE VEY EASMMT IN ACCORDANCE MM ME PROMS/ONS OF PARAGRAPH 5 OF THIS
WRMICATON OF DEOCATO AND GNNERSBP.
2. ALL STREETS AND ROADS DEPICTED ON TE HEWN RAT MID LIBELED WITH STREET AND ROAD NAMES.
EXCEPT COUNTY ROAD NO. 115 AS DESCRIBED IN PARAERAPH ONE ABOVE ARE HEREBY DEDICATED AND SET
APART TO ME RANCH AT COULTER CREEK HWEOMNE S AS500ATW. A COLORADO NOT -FOR -PROM
CORPORA/W FOR THE USE OF THE MEMBERS MID GUESTS THEREOF. BISECT IO
8. ME RIGHT OF ALL P780C UTWry COMRADES TO OWE SAID STREETS AMD ROADS AS PERPETUAL
NON-C(CWME UIWTY CASdEMS MW
b. ME RMT OF ALL EMERENCY VEHICLES TO MAKE USE OF SUCH STREETS AND ROADS IN ALL
REASONABLE CIM'UNSTAYOS.
1 MOS PORTIONS OF THE BAT IN PLAT DEPICTED AND DESCRIBED AS PRIVATE Asi.LbS AND UTILITY
EASOASIR ARE HEREBY DEDICATED ANO SET APART AS PERPETUAL. NON-IX6USW ACCESS MID UTILITY
EASEMENTS FOR THE MUTUAL BENEFIT OF THE AFFECTED LOT ONNGS THEIR GETS AND WHINES SUBJECT
TO
a THE RIGHT OF APPROPRIATE PUBLIC AND PRIVATE UTILITY COMPANIES TO UTUZE SAD PRIVATE ACCESS
MD UTILITY EASEMENTS AS UTXATY E SSAENTS IN ACCORDANCE MTH THE PRON5W5 OF PARAGRAPH 5 OF
195 ORTMCATION OF DEDICATOR AND OWERMIP: AND
A. THE RIGHT Cr ALL EMERGENCY VEHICLES TO MAKE USE OF SUCH PRIVATE ACCESS AND 000IY
EASEMENTS R AU, REAVMAW F ORCUMSTAROS
RESPONDBOTY (CR THE GONSTROCTIW, MAINTENANCE AND RERAN OF SAID PRIVATE ACCESS AND UTILITY
EAFYENTS MAL O AS SET FORM M THAT CERTAIN DECLARATION OF PRIVATE ACCESS AND UTUTY
EASEMENT RECORDED M THE GARFIELD COUNTY CLERK AND REWRITER'S ORLE W S.ANII 0, 2004
OOO
BOOK 4' . PAGE l'f SAS REOPTON NO *4372f J.,.ID &wr3i.f
4THOSE CERTAIN PARCELS DEPICTED AND DESIGNATED M THE WHO PLAT AS TRACTS A B. C. G, E F,
MID O MATER ARE LAMED AS PRIVATE COMMON OPEN SPACE ARE HEREBY DEDICATED AND SET APART TO
THE RANCH AT COULTER OREN HOMEOWNERS ASSOOABW AS PRIVATE COMMON OPEN SPACE. FOR THE US
MD BENEFIT Cr THE MEMBERS THEREOF. TUR GUESTS MD WNTEES SUBJECT TO A DEED OF
GRANTED TO ME ASPM VALLEY URD TRUST BY INSTRUMENT DATED
YO
RECORDED IN THE O UNIE D COUNTY CLERK AND RECORDER'S OFFICE W
200- R BOOK LR NC PAGEJ-S-L. AS RECEPTION Na
SAID TRACTS A B. S D. E F. AND O ARE ALSO SUBJECT TO ALL OTHER PUBLIC
MD PRIVATE SEMONTS DEPICTED M THE BMR PLAT FOR AKFSS UTILITY. IRRIGATOR OR OTHER SPECRC
PURPOSES AS SET FORTH W ME MMM PLAT.
S ALL PORTIONS OF THE MT4N PLAT DEPICTED AND DESCRIBED AS UTILITY EASEMENTS AND IRRIGATOR
EASEMENTS ARE HEREBY DEDICATED MW SET APART AS PERPETUAL NON-EXCLUSVE EASEMENTS FOR THE
USE AND HASTE G THE BARN AT COATER CRUX HOMEOWNERS ASSOCIATION AND ALL PUBLIC AND
PRIVATE UTILITY CEMAMES. OR THE PURPOSE OF INSTALLATION, MAINTENANCE REPAIR AND REPLACEMENT
OF UTILITY LAS MW FAWISS IOEIIMA MM THE PERPETUAL RIGHT H INGRESS MAD EGRESS TWEET)
FOR INE AFORESAID MUTT PURPOSE. UPON THE CONDITION MAT SUCH EASEMENTS AND RIGHTS BE
UIRDID BY THE BENEFICIARIES IN A REASONABLE MID PRUDENT HAWN.
6. ALL DOWSES FOR STREET PALING MW IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR
PURCHASER. NOT BY TE COUNTY OF GWFIELD.
Ill MIIFSSYNEAEOF. SAID OWNER HAS CAUSED ITS NAME 10 BE HEREUNTO SUBSCRIBED THIS DAT
SCI AIDFONT LLC A DELAWARE LAVED LIABILITY COMPANY
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SOUTH, RANGE 87 WEST OF
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 1 OF 10/DEDICATION & CERTIFICATION
1. THE REAL PROPERTY PLATTED HEREIN IS BISECT TO THE TERMS AND COEDITORS OF RESOLUTION N0.
2004-14 [CHEWED MT THE APPROVAL OF A PUNNED UNIT DEVELOPMENT APPLICATION FOR THE RANCH
AT CWLTF CREEK P.U.O. WWI WAS RECORDED IN THE GARFIELD COUNTY DARK AND RECORDER'S OFFICE,
ON FEBRUARY 6. 2004 N BOOK 1559. PAGE 421. AS RECEPTION N0. 646146: RESOLUTION NO. 2004-15
CONCERNED MTI THE APPROVAL OF A PRELIMINARY PLAN FOR THE RANCH AT COULTER CREEK PLANNED
UNIT DEVELOPMENT MICH WAS RECORDED IN THE GARFIELD COUNTY CLERX AND RECORDER'S OFFICE ON
FEBRUARY 6, 2504 IN BOOK 1559, PACE 435 AS RECEPTON NO. 646147.
2. T2 REAL PROPERTY DEPICTED ON THE OMNI FINAL PUT. EXCLUDING THE DEDICATED COUNTY ROAD Ns
IS MINT -OF -WAY. CONSTITUTES THE RAND] AT COU TER CREEK P.U.D. AS PRONOD HEREON AND AS
PROVIDED IN THE DECUBATION OF COTENANTS ITCNS MID RESTRICTIONSFOR THE RANCH AT COULTER
CREEK P.U.D. RECORDED ON THE C1NCOC DAY 91' G 250 IN THE GARFIELD COUNTY
cORDER's OFFICE IN ('5 AT PACE / ML AS RECEPTION Na
ALL O TE LANDS WITHIN TN RANCH AT COATER CREEK P.V.O. ARE BIB.ECI TO THE
OENELWMEN RDAT6 RESERVED TO THE DECLARANT IN ART/CIE XI OF ME AFORESAID DECLARATW.
3. COLORADO IS A NIGHT -TO -FARM" STATE PURSUANT TO CR.5 55-3-101, ET Y'0. VMMNNr]I5.
READOPTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACUATE£ SIGHTS, SOUNDS AND SWELLS OF
GAMED COUNTY'S AGRIWLNRAL OPERATIONS AS A NORMAL ANO NECESSARY ASPECT OF UNNG IN A
COUNTY ROTH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. AU. MUST BE PREPARED TO
ENCOUNTER NOSES COOK. LIGHTS, MUD. DUST, WOE WEMICALS MACHINERY ON PUBLIC ROADS UKSTOCI
ON PUBLIC ROADS. STORAGE AND DISPOSAL O M.WURE AND THE APP CANON BY SPRAYING OR OTHERWISE
OF CHEMICAL FERTILIZERS SOIL AMENDMENTS HERBICIDES. MID PESTICIDES, ANY WE OR MIRE OF 'MAW
MAY NATURALLY OCCUR AS A PART OF A LEGAL ANO NO-NEGIGENT AGRICULTURAL OPERATIONS.
4. ALL OWNERS OF LAND, WETTER RANCH CR RESIDENCE HAVE WJGATW$ VOW STATE LAW AVD
COUNTY REGULATORS MTH REGARD TO THE MAWHNANCE OF FENCES AND IRRIGATION WOES, CONTROUNG
NEEDS. KEEPING LIVFSTOGC AND PETS UNDER COVTROL. USNG PROPERTY IN ACCORDANCE MN EWING, AND
OT ER ASPECTS O U550 AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO
LEARN ABOUT THESE RIGHTS AHD RESPONSOLITES ANO ACT AS WOO NSOHBWS AND GTWENS OF THE
COUNTY A GOOD INTRODUCTORY SOURCE FOR SUCH INMMATON IS 'A ONCE TO RURAL WING R WALL
SCALE AGRICULTURAL' PUT OUT BY THE COLORADO STATE UNIVERSITY EEIENSON OFFICE IN GARFIELD
COUNtt.
B ALL EXTERIOR OWING WILL BE THE MINIMUM AMOUNT NECESSARY MD ALL EXTERIOR LIGHTING MILL BE
DIRECTED ' INWARD. TOWARDS THE INTERIOR OF THE SIBdYS N. EXCEPT THAT PRONSONS MAY BE MADE TO
ALLOW FOR SAFETY LIMING THAT GOES BEYOND ME PROPERTY BOUNDARIES
6. ONE (I) DOG MEL BE ALLOWED FOR EACH RESIDENT/AL UNIT WHIN THE PUD AND ME 000 SHALL BE
REWIRED TO BE CONNED EMIT THE MINERS' PROPERTY BOUNDARIES.
7. IN ACCORDANCE MT THE DECREE ENTERED BY THE DISTRICT COURT, WATER MASON NO. 5, COLORADO.
CASE NO. 02CM08, EACH LOT MMIN THE RANCH AT COULTER WEEK P.SG SHALL BE ALLOWED TO IRRIGATE
A MAXIMUM OF 10,000 SOUARE FEET OF LAND FROM THE DOMESTIC WATER SYSTEM SWMNG THE SUBDIVISION
ADDITIONAL LAND ON EACH LOT MAY BE IRRIGATED ONLY FROM WIREAT(D IRRIGATION IF M WATERANY IS
AVAILABLE
B. NO OWNER OR OCCUPANT O ANY LOT BURDENED BY MI EASEMENT FOR AR IRRIGATION 0/TM SHALL
OBSTRUCT 234E ROW OF WATER OR PLACE ANY SCUD OBJECT IN MY IRRIGATION DITCH. CONSTRUCT ANY
PERMANENT IMPROVEMENT, INCUO'NO MY FENCE. ON OR OVER ANY OPEN OTM MINN SUCH IRRICA TO
DITCH EASEMENT. NCR MALL MY 9104 OWNER W OCCUPANT PLANT OR PERMIT TO BE PLANTED ANY NEW
TREES. BUSHES OR OTHER VEGETATION MMM ANY SVD IRRIGATOR EASEMENT SAID OWNER OF ANY LOT
MAY RELOCATE FRY PORTON OF ART IRRIGATION DTCH WITHIN MDR LOT MM THE APPROVAL O THE
RANCH AT COULTER CREEK HOMEOWNERS ASSOC/AEON.
9 CONTROL OF NOXIOUS HEEDS ON INDS:DUAL LOTS *Min ME WNW AT COULTER CREEK P.M. IS ME
RESPONSSLTY O ME LOT OMIER. CONTROL OF NOXIOUS WEEDS ON ANY PRIVATE OPEN SPACE TRACT IS
THE REIDWSIBWTY OF THE RANCH AT COULTER CREEK HCMEOARMS ASSOCIATION.
10. IN ORDER TO PROTECT AOMNST THE DEGRADATION WHICH OCCURS TO AIR WAUTY AS A RESULT OF ME
UTUCATON OF MWD-WRIAND DEVICES, AND AS REWIRED BT THE CARFIED COUNTY SUBDIVISION
REWLAWNS, THE FOLOMNT RESTHICBWS ARE IMPOSED:
0. NO OPEN HEARTH SOLO FUEL FWELACES WILL BE ALLOWED ANYWHERE MEW ANY NEW Dwain.
UNITS LOCATED WHIN THE P.U.D.
U. ALL DWELLING UMTS MINX ME P.00 WILL BE ALLOWED AN UNRESTRICTED
NUMBER Or NATURAL GAS BURNING !REPLACES G APPLIANCES.
o. ALL DWEWNO UNITS WITHIN THE P.0.0. ELL OE ALLOWED ME (T)EW
WOOD -BURNING STOVE AS MEND BY C.R.S 25-7-41 EE SO. AND ALL TIE REGULATWS
PROMULGATED THEREUNDER.
II. BUIIO'IAG PERMIT APPLICATIONS FOR FAP LOT SHALL INCLUDE PLANS AND SPECIFICATIONS FOR AN WAR
WASTEWATER TREATMENT Sfi1EM. EACH SYSTEM SHALL BE DESIGNED BY A STATE OF COLORADO MASTERED
ENONEW AND MUST BE APPROVED PURSUANT TO ME GARFIELD COUNTY MONOUAL SEPTIC DISPOSAL SYSTEM
(RSDS) REWLATONS BEFORE A BUILDING PERMIT WILL BE ISSUED. THE TYPE SZE AND LOCATION OF EACH
INONDUAL OI -SITE WASTEWATER SYSTEM (OOPS) MILL BE SM-SEORC BASED ON E]USTNG GARFIELD
COUNTY AND STATE 1595 DESCH CRITERIA MD REWIRED CIE-SPEORC GEO-TECHNICAL EVALUATIONS. THE
Sok ADSORPTION/DISPERSAL INTERS SHOULD BE LOCATED EMIT THE BUILDING ENVELOPE W EACH LOT AS
ICENTFIED ON THE FINAL PIT.
2 HISTORICAL MANAGE PATTERNS SHALL BE MAINTAINED ON ME PROPERTY. NO STRUCTURES OR USES
SHALL BE LOCATED EMT THE NATURAL DRAINAGE WAY ON THE PROPERTY.
13. DEVELOPMENT ON 405 SLOPES OR GREATER IS PROHIBITED ON THE LOTS. ALL BUILDING ENVELOPES HAVE
BEEN LOCATED TO AVEIO AREAS CW TABNINO MT OR GREATER SLOPES
TA, SNELLNG SOLS. CLAY AND OATSTDNE ARE PRESENT ON THE SITE. APPROPRIATE MITGTW MAY BE
NECESSARY TO BUILD ON A LOT.
IS TE RECOMMENDATIONS BY HEPMRM-PAWAK CEOTOWICAL MC. ('HP GEOIECH') OUTLINED IN TOE
PREUMMARY CEOTECNMGL STUDY FOR THE MBDINSW DATED FEBRUARY 2B. 2003. (.Y'S No. 103 1155
SHALL BC ADHERED TO THESE PRLLMMARY OE9M RECOMMENDATIONS INCLUDE PRON9O S FOR
FOUNDATIONS ROOT SLABS UNOAOWN SYSTEM, STE GRADING. SURFACE DRAINAGE AND PAVEMENT
5UBERAOE
16. IN ADDITION TO THE DRAM SYSTEMS FOR FOUNDATIONS RECO/IMO/0° BY HP OEOTEM. DUE TO THE
PRESENCE OF SMILING FLAY SOLS. PERIMETER DRAINS SHOULD BE INSTALLED AROUND FOUNDATIONS
S
PERIMETER GATS PRESENT EXCEIE (ROUND MOISTURE FROM SATURARNG THE SOILS MD THUS REDUCE
THE oNR POTENTIAL FOR EXPANSION OR CONSOLIDATOR.
17. DUE TO ME PDSSBLE PRESENCE O RADON GAS IN THE AREA. TESTING FOR RADON GAS SHALL H ORE
WREN ME RESIDENCES AND OTHER OCCUPIED STRUCTURES HAVE BEEN COMPLETEDPR/DR TO THE ISSUANCE
OF A CERTIFICATE OF OCCUPANCY,
CFRTFICATO OF MORTGAGEE CONSENT
THE UNDERSIGN °. BENT THE HOLDER O' A DEED OF TRUST UPON THE REAL PROPERTY NINTH IS PLATTED
MO SUBDIVIDED AS SOWN UPON ME WIT IN FINAL PLAT. HEREBY MIMES THAT IT HAS REMENED THE
YAWN FERAL PLAT AND BY THE CERTIFICATION DOES HEREBY CONSENT TO SAO FINAL PUT AND TO ME
RECORDING THEREOF. AND TO ALL DEDICATIONS MADE BY AND UPON SAD FINAL PUT AS STATED IN THE
CERTIFICATION OF DEDICATION AND ONNERMW SET FORTH HEREON, AND DOES HEREBY SUBORDINATE MAY
INTEREST THAT IT MAY HAVE IN AND TO THE PROPERTY OBJECT TO SUCH DEDICATORS TO ME ENTITIES TO
WARM MCR DEDICATORS ARE MADE.
DATED MIs /�/A DAYOF/M.OB4M 1004
USA JOSH WORK e •F ,
BY' U YA!Tf'-'L
NM MMMIXH
STATE OF [L
1 5S
COUNTY O NEW )
vAESFOPEGONG CENTRCATON WAS ACKNOWLEDGED BEFORE ME 29S L0
4dl 2504. BY AM W ALRDG. OF LASALLE BANK. N.A.
HAND AND OROAL
DAY OF
SHEET MAP
SHEET INDEX
1) DEDICATION k CERTIFICATION
2) EXTERIOR BOUNDARY AND SECTION BREAKDOWN SHEET
3) SUBDIVISION LAYOUT & LAND USE SUMMARY
A) DETAIL WTS I-A/TRACTS A. B. & C
5) DETAIL LOTS 5-10/TRACTS A, B, & C
6) DETAIL LOTS 11-14
7) DETAIL LOTS 15-17
8) DETAIL LOTS I8-22
9) DETAIL LOTS 2S-26
10) DETAIL COUNTY ROAD 115/RANCH COMPOUND/TRACT II
SURVEY NOTES:
I)
2)
3)
A)
DATE O SURVEY: APRIL 2002 -AUGUST 2003
DATE O PREPARATION; JULY A AUGUST 2003
BASIS OF BEARING A BEARING OF N O16'00" W SHEEN THE SOUMMST CORNER
OF SECTION B, AND THE BEST Y SECBW & BOTH A FOUND BON .ALUMINUM CAP.
BASIS O SERVED THE LAURENCE ALTA SURVEY PREPARED BY THE SCETW SURVEY
COMPANY DATED 12/17/01, THE VARIOUS 0,0 SECTIONAL SUAVEY MMS OF TOWNSHIP 7 SOUTH,
RANGES 87 A BB WEST OF THE SIXTH PR/NEPAL MERIDIN, THE TITLE CWMIMENT PREPARED
BY LAND TITLE GUARANTEE COMPANY ORDER No. GW241256 EFEECTVE DATE APRIL IB. 2003,
VARIOUS DOCUMENTS OF RECORD, MD THE FOUND PROPERTY, SUMIIVSO, AND GOVERNMENT
CORNER MONUMENTS. AS MOWN.
SCALE T'.42000'
VICINITY MAP
NDTAer PUBLIC ` AL JLAL SOPRIS ENGINEERING - LLC
OSE
.LIARYHEYNEN
MYCWITSVGISN DARs 1 FIW TATEI
MCIVIL CONSULTANTS
ADDRESS Is ' es 502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
THE 6TH P.M.
ATTORNEY'S CERTIFICATE
I. LAWRENCE R GREEN, AN ATTORNEY LICENSED IYl PRACTICE LAW IN THE STATE OF COLORADO.
DO HEREBY CERTIFY THAT THIS SUBDIVISION /S IN SUBSTANTIAL COMPLIANCE WITH THE
GARFIELD COUNTY SUBDIVISION REGULATIONS AND THAT ALL DEDICATIONS' TO THE FUBLIC. AS
DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS CLAIMS OR
ENCUMBRANCES OF RECORD EXCEPT AS FOLLOWS
94nr-o4.w.N L.. DRAMW a R )*.? A7Ad&F!-! C>l'AVAf Wws
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BY.'
LAWRENCE R CREL7
ATTORNEY
DATE MAFAI, L5' zO�_
UIOARO OF COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT, APPROVED DY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY.
COLORADO THIS _ /S 01' DAY OF -11S / A.O. 2004. FOR FILING WITH THE CLERK
AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC
DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY
OBLIGATES GARFIELD COUNTY FOR THE FINANCING' OR CONSTRUCTING OF IMPROVEMENTS' ON
LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY
AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL
SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR TILE CSASTRUTIONREPAIR OR
MAINTENANCE OF PUBLIC HIGHWAYS. APPROVAL OF THIS PLAN SHALL CREATE A VESTED
PROPERTY RIGHT PURSUANT'TO ARTICLE 69 OF TITLE 24 CRS. AS AMENDED
NrA/1p GFICOUNTY COMMISSIONERS
D CAP/dLLD. COLORADO
BY
CHA
WITNESS NY HAND ANO THE SEAL OP THE NTY OF E)ARFIELD
ATTEST L'� OONT2 L 1...4t
C ,%
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTA.NT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS.
CALCULATIONS OR DRAFTING. PURSUANT TO CRS. T9�S, 38-51-101 AND FOE
(REVISED) AS' SEQ. .�
- 'i•
BARFIELD COUNTY SURVEYOR
LLKLy /S i ?oG�._I
DATE
SURVEYOR'S CERTIFICATE
/. MARE S. HECKLER BO HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO. THAT THIS
PLAT IS A TRUE. CORRECT AND COMPLETE PLAT OF THE RANCH AT COULTER CREEK
PUD AS LAID OUT: PLATTED. DEDICATED AND SHOWN HEREON, THAT SUCH PLAT
WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
BOUNDARY. LOTS EASEMENTS" STREETS AND ROADS OF SAID SUBDIVISION AS THE
SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE
RECULAT/ONS GOVERN/NC THE SUBDIVISION OF LAME
IN TITRE" WHEREOF / HAVE SET JAY HAND D SEAL
A.D 2004. lil 17 ERI DAY OF
,v2 /'1
MARK S A- ELER LS, /2¢649
CAERE AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERIC AND RECORDER
OF GARFIELD CARFIELLLOILINTY. COLORADO, AT _Sag- O'CLOCK _2.34. ON THE YY
DAY OF . uMe 2004. AND IS Df/LY RECORDED IN PLAT BOOK
PACE RECEPTION NO. le, I&
AZCL: 4 l0/. DD LIYL�AA,, ,. /fie iM.Di
CLE AND RECORDER � <�-
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VICINITY MAP
NDTAer PUBLIC ` AL JLAL SOPRIS ENGINEERING - LLC
OSE
.LIARYHEYNEN
MYCWITSVGISN DARs 1 FIW TATEI
MCIVIL CONSULTANTS
ADDRESS Is ' es 502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
THE 6TH P.M.
ATTORNEY'S CERTIFICATE
I. LAWRENCE R GREEN, AN ATTORNEY LICENSED IYl PRACTICE LAW IN THE STATE OF COLORADO.
DO HEREBY CERTIFY THAT THIS SUBDIVISION /S IN SUBSTANTIAL COMPLIANCE WITH THE
GARFIELD COUNTY SUBDIVISION REGULATIONS AND THAT ALL DEDICATIONS' TO THE FUBLIC. AS
DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS CLAIMS OR
ENCUMBRANCES OF RECORD EXCEPT AS FOLLOWS
94nr-o4.w.N L.. DRAMW a R )*.? A7Ad&F!-! C>l'AVAf Wws
yAysA'fn ,)oe,)oe .W UKS.J•i• _� stet, n4 m...nG�
BY.'
LAWRENCE R CREL7
ATTORNEY
DATE MAFAI, L5' zO�_
UIOARO OF COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT, APPROVED DY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY.
COLORADO THIS _ /S 01' DAY OF -11S / A.O. 2004. FOR FILING WITH THE CLERK
AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC
DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY
OBLIGATES GARFIELD COUNTY FOR THE FINANCING' OR CONSTRUCTING OF IMPROVEMENTS' ON
LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY
AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL
SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR TILE CSASTRUTIONREPAIR OR
MAINTENANCE OF PUBLIC HIGHWAYS. APPROVAL OF THIS PLAN SHALL CREATE A VESTED
PROPERTY RIGHT PURSUANT'TO ARTICLE 69 OF TITLE 24 CRS. AS AMENDED
NrA/1p GFICOUNTY COMMISSIONERS
D CAP/dLLD. COLORADO
BY
CHA
WITNESS NY HAND ANO THE SEAL OP THE NTY OF E)ARFIELD
ATTEST L'� OONT2 L 1...4t
C ,%
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTA.NT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS.
CALCULATIONS OR DRAFTING. PURSUANT TO CRS. T9�S, 38-51-101 AND FOE
(REVISED) AS' SEQ. .�
- 'i•
BARFIELD COUNTY SURVEYOR
LLKLy /S i ?oG�._I
DATE
SURVEYOR'S CERTIFICATE
/. MARE S. HECKLER BO HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO. THAT THIS
PLAT IS A TRUE. CORRECT AND COMPLETE PLAT OF THE RANCH AT COULTER CREEK
PUD AS LAID OUT: PLATTED. DEDICATED AND SHOWN HEREON, THAT SUCH PLAT
WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
BOUNDARY. LOTS EASEMENTS" STREETS AND ROADS OF SAID SUBDIVISION AS THE
SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE
RECULAT/ONS GOVERN/NC THE SUBDIVISION OF LAME
IN TITRE" WHEREOF / HAVE SET JAY HAND D SEAL
A.D 2004. lil 17 ERI DAY OF
,v2 /'1
MARK S A- ELER LS, /2¢649
CAERE AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERIC AND RECORDER
OF GARFIELD CARFIELLLOILINTY. COLORADO, AT _Sag- O'CLOCK _2.34. ON THE YY
DAY OF . uMe 2004. AND IS Df/LY RECORDED IN PLAT BOOK
PACE RECEPTION NO. le, I&
AZCL: 4 l0/. DD LIYL�AA,, ,. /fie iM.Di
CLE AND RECORDER � <�-
AR
AMAN)MS /2-4 BY. FT40 PNFAHO
DE
71165 03/29/04 21165-FUTONG
I
ar
FOUNDBUREAU O`LLANDCMANAGEYflITI- 11"
COLORADO MERLED PER MONUMENT^
RECORD SuRVEY
SEC 1 R
/ N B95C54E 5247.98'
FINAL PLAT OF:
THE RA\CH AT COULTER CREEK P.U.D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 2 OF 10/EXTERIOR BOUNDARY AND SECTION BREAKDOWN SHEET
FOUNDBUREAU OP LLANDCMAAGEMENT TO"
COLORADOLAND
PMSURVEY
mONLANINTHI91RYEYT RECORD
FLED
55 SECRN I
SET 2,3' ROAR k CAP LS /26643
TABUSREO BY PROPORTIONAL MEASURE
COLORADO LAN SURVEYPM MONUMENT S RECORD
FI
N 697103' £ 17'61.91'
2
FOUND /6 ROAR
EXCEPTED AS A FAITHFUL ESTABLISHED
CO. CORNER OF SECTION I ED RR
UPGRADED IBM 23' ALUMINUM CAP .�•
LS /20643
COLORADO LAND SURVEY MONUMENT RECORD
>: FILED PER THIS SURVEY
8
B
121RM
524. SECTION I
SET 2,5' ROAR & CAP LS /28643
USING PROPORTIONAL MEASURE
COLORADO LAND GANEF MONUMENT RECORD
FILM PER MIS SURVEY
FILM
tzl
R.
FOUND ALUMINUM CAP Y sl 1985
BUREAU OF LAND MANAGEMENT
la
GE
B.L.M.
89'59'97' 6 /327.73
�NIHtl3H
COLORADO LAND SURVEY MONUMENT RECORD
FRED PER THIS BURLEY
59'41197'E
I II . 7663 N 8114114' W N 8971'14' W
____ ITma'1764.68'
N .9'1151 W 25737'
N 69.21'16' 11316. f6
�- FOUND S Nom &
ALUMINUM CAP Ls 131844
BEAR£ S 8944' E 31.0'
FOUND 3' ALUMINUM CM 1/4 312 1585
BUREAU Of LARD MANAGEMENT
COLORADO LAND ARUM MONUMENT RECORD
FILED PER THIS SURVEY
SEJ12
MON 000 NON oN DOM INS WOO( NiliN MCC .ivAt
M. WU MST ASCONA 001 MONO IN Kt Evila INT ma AMON
.11A90 DION MY Dom 00 OW 10 CONON° u00 mod ITA
z
O
ma
A
98
CO ir
r � i
v
12
POINT OF BEGINNING
FOUND 3' ALUMINUM CAP Y 51/56
BUREAU CF LAND MANAGEMENT
COLORADO LAND ERR M SURREY MONUMENT RECORD
FOUND 3' ALUMINUM CAP 54, 51/S6 1985
BUREAU OF LAND MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
BRIAN A. STEDIMNOER Ls. 13I84
UPDATE FILED PER THIS SURVEY
1
sAt
DT'
FANO 3' ALUMINUM CAP A.P. S5 -S7 2000
BUREAU of LAND MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
FILM PER MIS SURVEY
6 S 67•Sl'fr I
243.22'
B.L.M.
7
99.39'69'
530,36'
BAR LAZY Y, LLLP
804 PITKIN AVENUE
GLENWOOD SPRINGS, CO 81601
tiN S 8.9.37'99- S
\-F000 REDAR &
CAP LS 03194
SEC 6
FOUND r ALUMINUM CAP IM(. 58-57 2000
BUREAU CF LAND MANAGEMENT
COLORADO VAD SIR Mr MONUMENT RECORD
FLED 4/113/02 BY
BRIAN A. STONUWOER LS /3194
2 FOUND 3" ALUMINUM CM 1/4 56-57 2000
BUREAU Of LAND MANAGEMENT
FAxD 3' ALUMINUM CAP 9/56/57/512 2000 a COLORADO LAND SUMER MONUMENT RECORD
BUREAU CF LAND MANAGEMENT 6, SLED PER MIS SURER
COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/18702 BY
I BRIAN A. STEIRRINDER LS /.1794 i
FOUND 3' ALUMINUM CAP PARE 57 2000
BUREAU OF LAND MANAGEMENT
I COLORADO LANND Y MON/02BUMENT RECORD
LED BRIAN A SIEINWINDER LS /31844
COULTER CREEK VALLEY RANCH LTD
P.O. BOX 1714
ASPEN CO 81612-1714
60/1.37'
FOUND REBAR
CAP LS
FOUND REBER &
CAP L.S. /12770
FOUND REBAR &
CAP LS 1JI94
FOUND ROAR &
CAP LS 119598
r FOUND RERAR h
/ CAP LS /3194
,ps„e
FOUND RERAN &
CAP LS. 1J194
FOUND /6IRERAF
6TH P.M.
NC CORNER SECTION 6
NOT FOUND OR RESET
LOCATED IN PLOWED
AERICLLTURAL FIELD
EY. CORNER SECTION
NOT FOUND OR RESET
LOCATED IN PLOWED
AGRICULTURAL FIELD
REESTABUSRO PFR
ACCESSERY EVIDENCE
1 U/ (SURCTM UM ENDS)
KST
CENTER WAR TER 6
EAST SECTION LINES
5,
99YI'Sr
46.03
87'29.09' W 133293
FOUND REBAR A
CAP LS 112770
FOUND REBAR &
CAP LS /12110
S 00.53'45-
CAVIREBAR19 4
2 L
8 \` FAP &
g FOUND RERAN &
N G. BENNETT & JUDITH G. 8 CM L.S. /18258
SHOTWELL AND I,
CHRISTINE 5. & KENNETH S.
A AGTITF I
SAND REBAR & ALUM CAP LS /15710
EXCEPTED AS A FAITHFUL ESTABUSADO 4
CN CORNER OF SECTION 6 & 7 R�
COLORADO ;AND SURVEY MONUMENT RECORD V
FRED PER MIS SUNDER
6
N 8940'02' W 1336.54'
6065 S JASMINE STREET '
ENGLEWOOD CO 80111
YI
S B9.39'64' A' 133401.
t
FOUND 2' ALUMINUM CAP I/4 57-56
GINGERY LS /127)11
COLORADO LAND SUR VET MONUMENT RECORD
PILED PER NIS SLIMY
NGV. SECTION 7
SEi R®AR & 215' CAP L.S. /28643
COLORADO LAND SURVEY PILED PER THIS SURVEY
MONUMENT RECORD
S B974'SP
F 1363.
B.L.M.
74'
N 8941'18' E 1319.84'
8
tg
FOUND STONE 56/55/}7/58
COLORADO LAND SURVEY MONUMENT RECORD
FILED 12/21/02 BY
MICHAEL 0. HDMBUOC LS. /17486
FOUND REBAR & ALUM. CM LS 415710'
EXCEPTED AS A FAITHFUL ESTARUSIGD
01. CORNER Of SECTION 7 & 8
COLORADO LAND SURVEY MCMIMEDAT RECORD
FILED PER MIS SURVEY
FOUND 3" ALUMINUM CAP NI(, 57 Tom
•Y. BUREAU OF LAND MANAGEMENT
8 COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/15/03 BY
BRIAN A. STEMNONOW LS /3194
t4
to I
L- • i
FOUND 3' ALUMINUM CAP E, S7 2000
BUREAU LY LAND MANAGEMENT
=GRAM LAND SURVEY MONUMENT RECORD
FILED 4/18/02 BY
BRIAN A. STEWWNDER LS /3194
SEC 7
HARRIETT MCKNIGHT CROSBY,
TRUSTEE OF THE
HARRIETT MCKNIGHT CROSBY
REVOCABLE TRUST UNDER TRUST'
6515 79th PLACE
CABM JOHN MD 20818
S 39.04'ST F 134269'
ON SECTION 7
SET MUM 2 '6' & CAP LS 178643
BY PRCPoRDOIAL MEASURE
COLORADO LAND SUR VET MLNLIMERT RECORD
PER MIS SURVEY
LI
8
IS
0
S 99.41'/6'
1338.40
FOND /5 RERAN
BEARS N 2705E 3.7'
ASPEN BLUE SKY
HOLDINGS LLC
P.O. BOX 6238
ASPEN CO 81612
FOUND 155 ROM & GV
MANNER 'CNGERr 'LS 112770'
BEARS N 2373' E 12.4'
COLORADO LOUD SURVEY MONUMENT RECORD
FILED 4/18/02 SY
BRIAN A, STEIN PANDER LS #3194 7 1 8
/ N 8904'25' E 7342.39' I�ly�l
B.L.M.
FOUND RW BRASS CAP Y 57/58 2000
COLORADO LAND SUREON
MPM MISNU T RECORD
5
8
a
B
PROPERTY DXSTRUTION
A PARCEL OF LAND SINATED IN LOT 5 OF SECTION 1, IN TONNSNIP 7 500I14. RANGE as WEST
OF THE 6th P.M.. 00550: 5145174 AND LOIS 6. 7, AND 8 OF SECTION 8; Nt/DNEI/4. SWI/4NEI/4.
AND NEI /4NNY/4. OF SECTION 7. ALL IN TOWNSHIP 7 SWM. RANGE 87 NEST OF THE 6th P.M.
SAID PARCEL OF LAND BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT THE
N CORNER Or SAID SECTIONS 1 AND 6; THENCE S 892739' E ALONG ME EAST -NEST P.
SECTION UNE 5011.37 FEET, TO ME NE CORNER OF LOT B OF SAID SECTION 6: THENCE THE
FOLLOWING FOUR (4) COURSES ALONG THE BOUNDARY OF LOT 8 OF SAID SECTION 6;
I) 5 005011' E 120571 FEET
2) N 8944'51' E 416.08 FEET
3) 5 0053'45" E TABOO FEET
4) N 87'29'09' W 133293 FEET TO A POINT ON THE EASTERLY UNE OF THE Y.96E). OF SAID
SECTION 6;
THENCE LEAVING ME BOUNDARY OF LOT B OF SECTION 8 5 (3045'3Y E ALONG SAID EASTERLY
UNE OF 667502 1315.67 FEET TO THE EM, CORNER OF SAID SECTIONS 8 AND 7; THENCE S
8919'54' E ALONG THE SOUTHERLY LINE OF SAID SECTION 6 1334.01 FEET TO THE SOUTHEAST
CORNER OF SAID SECTION Si THENCE LEANING SAID SOUTHERLY UNE 5 00'4003" E ALONG THE
BOUNDARY Of THE NISYFY OF SAID SECTION 7 1293.79 FEET; THENCE CONTINUING ALONG SAID
BOUNDARY OF THE NONE) S 8941'18' W 1338.40 FEET TO THE NFJS, CORNER OF SAID SECTION
7; THENCE LEANNO SAID BOUNDARY OF THE ANC. S 007804' E ALONG THE BOUNDARY OF
THE SWSNEY OF SECTION 7 1309.73 FEET TO THE ME CORNER OF SAID SECTION 7; THENCE
CONTINUING ALONG SAID BOUNDARY Of THE SNPNEE4 S 8904'23' W 134259 FEET 10 THE
CENTER 1. CORNER OF SECTION 7; THENCE CONTINUING ALONG SAID BOUNDARY OF THE SM347Eh
N 002029' W 1324.74 FEET TO ME NNE CORNER OF SAID SECTION 7; THENCE LEAVING SAID
BOUNDARY OF THE SW9.NEY S 891421' W ALONG THE BOUNDARY OF ME NEYWM • OF SAID
SECTION 7 1363.74 FEET TO THE NA. CORNER OF SAID SECTION 7; THENCE CONTINUING
ALONG SAID BOUNDARY OF THE NESS NW: N 004251' W 1350.06 FEET TO THE On CORNER OF
BOUNDSECTIONS LOT AND
DOF THENCE
LEAVING THE SAID BOUNDARY
THREETI(3)NCCWRSSE& TING THE
I) N 89'3056' W 530.35 FEET
2) 5 872E19' W 843.22 FEET TO ME SOUTHWEST CORNER OF SECTION 6
3) N 012860' E 1327.25 FEET TO THE 51e CORNER OF SECTIONS I AND 6
THENCE LEAVING THE BOUNDARY Of LOT 7 OF SAID SECTION 6, ALONG THE BOUNDARY OF LOT
5 OF SAID SECTION 1 THE FOLLOWING THREE (3) COURSES;
i) N 8921'15" W 1346.46 FEET TO THE SFX, CORNER OF SAID SECTION 1
2) N W 1815' W 1322.11 FEET TO THE EAE CORNER OF SAID SECTION 1
3) N 8989'37' E 1327.73 FEET TO THE POINT Of BEGINNING
SAID PARCEL OF LAND CONTAINING 479.048 ACRES MORE OR LESS
pp
GRAPHIC SCALE
(IXIEISS )
1 inch - 400 Et.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
MIT. NAmv 21I5 -SACS
Ei
LOr AREA TABLE (UNITS ARE IN ACRES)
LANG USE DESCRIPTION TOTAL
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 9
LOT 10
LOT U
LOT 12
LOT 13
LOT 14
LOT 15
LOT I6
LOT 17
LOT I6
LOT 19
LOT 20
LOT 21
LOT 22
LDr 23
LOT 24
LOT 25
NOT 26
AIBTOTAL
RESICERRAL 9.637
O6SOOJIIAL 5700
RE/DENTAL 5365
RESOENTAL 4.407
REAOENTAL .366
RESIDENTIAL 4.909
4.6]3
4.396
4.463
460
6.366
7.794
6.761
5.36E
6.693
11.442
7.900
RE9001ML
RE8LVN SAL
805001TAL
RESIDENTIAL
RESOwT AL
RESIDENTIAL
RESIDENTIAL
RESOENTAL
RESIDENTIAL
RLSOS4IAL
0050LN SAL
RESIDENTIAL
RES/DENIAL
RESV'LNTRL
RESGENSAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RES00NSAL
8.425
5.916
5.272
143
FINAL PLAT OF:
THE RA\ CH AT COTTT]TFR CRFFK P.U.D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 3 OF 10/SUBDIVISION LAYOUT & LAND USE SUMMARY
ROW 115
LOT 6
\ 3119.16 q.IL
LOT 7 4.909 acres
204557 aq./L \ \ 7
4.673 acres
TRACT B
593.215 so It
61616 epee
i LOT
691.500 spit 1
L .396 w.
.556 aa.IL
ROW 715
0.043 Peres
LOT 3--
190.163
`194163 a9.R.
N 4.366 perm
-
154419 mit ▪ 1
\ 4.463 w.
A00
• _ C_
rSLOT 10
194.29 qTL
4.460 atom
9mwINC
ENVELOPE
1.419
1.955
3604
059
2.033]
190]
1942
2190
1.743
2565
1.554
2.438
2.769
2.168
1.414
1.479
1.973
2.073
4.556 2.212
5.293 2104
4.949 1.060
5.510 2996
155.451 00.995
ROW AREA TABLE (UNITS ME JO ACRES)
GARFIELD CWRTY OEOICATM CR. 165 RICHT-CF-WAY
LAND USE DESCRIPTION
TOTAL
ROW 115 GARFIELD RC317-0F-WAY MFA
0.734
ROW Ill SARiOETO RICHT-OF-WAY 2.734
ROw5 GWfIE1D RICH -Or-WAY 033
SIR�'i4
3.003
ROW AREA TABLE IASIS ARE IN ACRES)
THE RANCH AT COL/1.192 CRE_E P.U.O. RICHT-OF-WAY
ROW 0.07155 RIdT-Or-WAY
18.104
ROW TOTAL
TRACT AREA TABLE (UNITS ARE IN ACNES)
LAND USE DESCRIPTION
TRACT A PRIVATE 0406 SPACE
TRACT D PRIVATE CPP SPACE
TRACT C PRIVATE OPEN SPACE
T ACI 0 P8VATE CPw .SPACE
TACE E PRIVATE /YEN MACE
TACT F PRIVATE 0406 SPACE
TRACT 9 PRIVATE OP/61 SPACE
SUBTOTAL
BONNE TOTALS TABLE (UNITS AN ACRES)
LANG USE
LOIS
ROW
0406 SPACE
TOTAL
COULTER CREDO
TOTAL
AREA
2047
11610
7.837
59.874
180.031
51101
5.212
301.489
TOTAL
AREA
156.451
21.107
47900447
479.040
f LCT 07\
1278.6Ltl area
8.396 ovo
N
LOT 3
234.700 eq.re.
5366 msI
LOT 2
426.220 aq.11.
9.765 avec_
LC7' 12
339,515 94.1:.
T794 mea
I LOT 1
419.706 sR./1.
I8637 90,5
LOT 73
294.491 0 /I.
6761 twat
LOT 14
N / / 2S]629wo /
659
0.225 ocean
TRACT E
160031 apes
THE RANCH AT COULTER CREEK
\ _l
NENSIE9
SETBACK UNE
LANDSLIDE _//
BOUNDARY
"Qprow
666E
SHEET 9
SHE ET 9
SHEET MAP
20,736,499 net sq.ft.
476.045 net acres
ROY COULTER
788,625 sq.R.
18.104 acres
LOT 15\
300.259
6.093 we.
\ \/
LOT 16
494413 re ft.
11.442 =rag
N
NI
LOT 17
348,381 q.It.
7.995 oven
EVAPCRIATE
OEFCRUATCN
FAULT UNE
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
TRACT O
1604106 soft
.074 wtt
EVAPOSIA2
wrCRWA RLN
FAULT
1„\ C
. Y6 \ '4're.
1J'
L$ m \ 9
COT 20
\ 2A1699 Lek
\ 5916 mes
Py 7
N
N
TRACT F
1269.845 are. IL
02.109 acres
I LOT 22
184456 .4
4.142 men
1 _
LOT 19\ /
279.861 AA
6.425 ape1
TRACT '
7.037 mea
EVAPOTIATE
--DEFORMATION
FAULT LINE
p
GRAPHIC SCALE
(IN FEET )
I Inch - 500 (L
0'
e9vrt9' E 175601' FINAL LAT OF:
LWNry ROI➢/IIS
RIGHT-OF-WAY TI -TE RANCH AT COT1TPITFR CREEK P T1.T).
`in"nein LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
TRACT es
moor awe, & SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 4 OF 10/DFTAB. LOTS 1-4/TRACTS A R. & C
N 9090'E0" E
460,15
9 Wan'6
/
/
p.a. 7500'
900000. 9
NI/01100 '1 %QW
TRACT E
9.970.941 p.M.
160.031 acres
1 M0° 4001040001 EASEMENT
CENTERED 0407 EC50110
IRR73704 07008
000008 LOT 3
(.SEE P1Ar NOTE 0)
N 900170' E 200.00'
39.73'- 10.7'
10.0' IRRIGATED EASEMENT
CENTERED OVER EXISTING
IRRIGATOR 00004
7469099 LOT 2
(SEE PLAT 14019 0)
TRACT E
6,972 941 4.9.11.
060.031 aces
Pi 09'14'19'1 101.57
5 4192'521 E
BB'
5 3310'20'7
•
5 2125'17 E NI
5073'
• R 6/4,417 E 39401750M
1 14 In
$i r
N09'1'',1E
264.90' 904E0100
0445526E
7
16.
weer
10
SHEET
SHEET 0
SHEET MAP
10.0' IRIWT00 EASEMENT
CENTERED 0076 CTMTIN0
IRRIGATION DIEN
PROVO/ LOT 1
(5E7 %Ar NOTE 9)
s1'
IIT, CENTERLINE
`ACCESS' PRIVATE ACCESS 3
O
L y fCRT7 7 EASEMENT t
011.4
0/34
B
BASSIERAT CURVE TABLE
CURVE
L5.1CTN
RABZS
TANGENT
MORD
BEAR/EC
DELTA
624
I96.I9'
400.00'
63.75'
12590'
S 099978" 5
15'06'91'
4C98
121.72'
725.00'
71,61'
728.56'
S 4603'47 5
55'54'24"
ECK
7/429'
/9500'
60.82'
1/0.91'
N 19•451IT I
45'30',
2922
11148'
30100'
58.39'
11084'
N 1161150" I
4117'30'
ECM
22759'
140.00'
74759'
203.31'
N 42'2605' 5
93'08'27'
EV3'
72416'
9500'
81.01'
/2929'
$ 4577'56' I
8015.'5)'
6020
955/'
/25.00'
52.15'
96.98'
N 26.99'17' $
461759'
IOW
99.82'
740.00'
52.74'
97.72'
S 9252'23' 6'
40154541
LOT LINE CURVE TABLE
CURVE'
LENCTN
12A2Z5'
TANGENT
CHORD
BEARING
DELTA
/C/A
33458'
1495.00'
/6798'
29886'
N 7708'11, I
/2.4979'
LLVB
61033'
555.00'
340.16'
580.04'
$ 46'12'59. 2
89500'29I
LOC
)1086'
375.00'
7/88'
/95.89'
503.0'58'5
2(7926'
1.24
4444/'
52500'
23540'
431.98'
1'175874" 1
4459063'
1,22
/23,48'
357.50'
6175'
12197'
3 0993'/7' 5
1696.31'
LC20
17653'
/2250'
65.01'
1/4.64'
S 4663'47' 6
55'54'24"
L022
124.87'
/4750'
6845'
/2/.15'
N 49,45147' 5
4459023"
(5'25
715.12'
512500'
58.74'
/15.46'
N 1415/150' I
2/57150"
1044
38990'
47500'
306.69'
976.05'
S 151279' 5
47'0/'52'
1t42
4673'
125.00'
24.68'
46.42'
S /6.98'47 I
212077
1,054
287.52'
525.00'
/47.46'
209.94'
S 19,42'41' 5
3x22'47
1,050
7994'
5000'
5742'
7(70'
N 78.22765 I
9196'27
11,75
3128'
175.00'
1567'
3122'
5 6537'20" 6
1.07464-
L056
2192'
50.00'
16.59'
2198'
N 9/'5/'47 6
3794'45'
21,1/4
1594/'
425.00'
6085'
158.45'
S 02'47'57 6'
7729'26"
1.0/8
190.07'
60500'
9582'
769.29'
S 24562139" 5
/8'OO'O'
(02A
245.45'
605.00'
/79.2/'
34966'
5 49•03'39" 6
99'00'07
("94
726.79'
60590'
95.6E
/2658'
57792'676
14500264
1,098
277.42'
/445.00'
19914'
276.99'
N 72E3E7' V
/100'00'
RO.I. CURVE TABLE
CURVE
1540T11
RAD/7U
TANGELO'
CBORO
BEARING
DELTA
.97
47.58'
75.00'
2479'
007'
N 21.5/141 5
99'94'145
RCS
1'696'
/50.00'
6769'
11402'
5 27.48'49' .I
44'40'27
R"54
55.05'
150.00'
27.84'
54.75'
5 99.98'06" I
219/'6/'
/C22
6/90'
/5000'
2140'
6146'
5 /7/7954" V
24596'94'
/5'7
47012'
50000'
2/7.57'
399.00'
S 14502')7 5
470/'54"
/C8
252.77'
90000'
119.49'
2/7/3'
N 690073" 5
4225'53"
RCS
429.25'
50000'
225.94'
4/0.72'
$ /777/4" $
45'90'03"
RCY0
75009'
100.00'
75.9/'
/4915'
3 0847'57 5
274526-
729'2 ")57/
)571
637,65'
59000'
355.46'
506.77'
34692.53'5
83'00'23"
CURVE TABLE
CURVE
151,071/
RADIUS
TANGENT
CHORD
BEARING
DELTA
TCC/
3592'
6000'
/8.59'
96.96'
N .yrs/'47 5
26154'13'
70242
2915'
17508'
79.66'
59.07'
S 4844190' I
/284964'
25'7.9
81.53'
225.00'
4/.06'
80.79'
N 711254r V
20'4165'
7C44
3126'
/7500'
15.57'
3125'
S 5897.50' 5
10'/4'04'
'IVB/
O✓T
175.00'
93.7'
48.99'
3 /3'//'30" I
169543"
2985
8705'
55500'
1962'
6695'
3 0842197' V
4539'00"
TGIN
7790'
/7500'
29.61'
77.26'
3177•00/0" 5
24529'27
2G52
8981'
/00.00'
35.05'
6276'
N 575rer E
26.34'48
WES
AB.72'
/2500'
24.68'
48.12'
S 9,9152'56' I
227073'
0167/177 ROAD 115 CURVE TABLE
CURVE
LENGTH
RAD/85
TANGENT
CHORD
BEARING
DELTA
CRC/
15557'
77500'
85.82'
/54.70'
S 89.97'97 5
521443"
5'/274
2502'
175.00'
/754'
359/'
37750')3'5
4.1140'
CRUD
25.98'
175.0/'
12.7/'
2596'
3 86'05'27 5
818197"
DETAIL
s 003739'
67.05'
RO71/5
0.0430ecru
5 0997391 1 154.10'
1222,
CRete
4i
TRACT E
6.975941 spit
60.030 avn
SCALE 1" = 50'
/
175901'
t
EASEMENT LINE TABLE
LINE
MAVEN
BEAR/NG
EISA
61,52'
S !826'545 9'
LOT L/NB 748LE
LINE
LENGTH
BEARING
WA
4224'
S 7799'08' 5
LEIB
40.48'
$ /4'32'39' 5
LL/C
15000'
N 0479'05- I
1,124
5599'
1105.56'47' E
LLYB
98.58'
$ 0459'95 5
144
40.00'
N 479375' I
LEIB
76.44'
N 05'28'81' 5
LL94
8800'
N 473975' V
LESS
50.37'
5 69,46'49' 5
L(104
50,97'
S 83.18'49" 5
UAIA
6559'
N 085677' 5
LIMB
40.46'
N /4.92'99' V
1.5754
42.21'
IV 74593'045 I
ROU LINE TABID
LINE
L5A01/
BLEARING
RU
/492'
S 19'9479' S
RE!
66.75'
$ 60.62'.45
RL9
59.99'
S 34'41'52" I
RL.
8589'
$ 06'56'47" I
40.16'
5 /1'92'39' 5
RUE
4224'
S 7793'045 5
MALT LINE TABLE
LINE
LEAVEN
BEAR/LG
71.47
19.79'
3 12'3479" I
TEAL
4551'
N 60.62'445 f
7149
7498'
N 6799'57 I
7144
5765'
S 99.971.77 5
TUN
76.44'
6 067397 f
TLB2
IS5/'
5 6753'47 f
729
2990'
3472973"5
NCR
9338'
N 87.55'26" 6
TUN
1960'
N 183477 5
50
GRAPHIC SCALE
100
(00 795?)
L loch - 300 It
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 51623
(970) 704-0311
FINAL PLAT OF:
THE RANCH AT COTJI)TER CREEK P I)
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 5 OF 10/DETAIL LOTS 5-10/TRACTS A B. & C �3
CD
x
50
N 89'59'37" E '1000 1327.73'
895931 E 3(1000 N 695937 E 1121.75
p17. NXST E 159.114
1-30.0
\ K0.
' \
N. LOT 6 / E
4 \ N .909 cava N/ 5 E'/. r/
I= LOT 9 ¢ p^ E6 WPB/x
203557 aa./4 \ £ \ =i/ QI$ 0]
$ I .613 can Q. L �6 5 yy'.
\\ \` -1..
/ RCP,' 5
mIS 230/1J \ x 57075.201 _135.59.1/ 19,':,
i 3 mer LC00 54ar HE, W( J
9256' L
0t6i6 - S 872529' Wim% "
0-7-',N
p 0402
9
07'.
m E 06
`NVEL
(71377) M1 iY"
(2 9
LLOL % -5897739'£ 1755.01'
S 89'37'39" E\ \
5011.37'
CO"MY ROAD /15 CURVE TABLE
100' 43%041004 EASEMENT
(ENTERED 00804 ERsTWL
047004701 OUCH
THROUGH LOT 6
(EEE PUT vox 9)
TRACT A
89.168 84.51.
2.047 acres
S 1 a'y S
10.0' IRR1WTI0V £62018NT
CENTERED OVER EXISTING
1w X00 017614
HROUGH LOT 5
(SEE MAT 0078 6)
42512 _ I
.0T 5 &I 1
14.3665 8,8' ml N \ a
.366 Dan
x 40ar00' E__225.00
- \
00-N
I \� N 90'00_00' W \e
DETAIL
ROW 115
1.5]6 Nit`=w3 aces/
v
0 1399030 1M1 5 903755 E 54.10' 5 895739' E
1755.01'
SCALE 1" = 50'
CENTERLINE
25.0' PRIVATE ACCESS
6 UIUTY GYNEM
FOR LOT 8
TRACT B
8921'15'
092115' E 242.44'
692116'
375.0'
LOT 9
194,419 ap.N.
4.463 acres
0004
e921157 E -2611.551 1
.1ATB
191.50 spit..30 acres
941120.N0
ENVELOPE
(TW)
N 8921'I5' W 319.81'
89
N 89'21'15" V 1346.84'
erns' w
EASEMENT LINE TABLE
159.57'
154.10'
3 69.37'99- E
$ 7750'/2 S
$274 dr
6.1!'40'
EASEMENT CURVE TABLE
CURVE
LENGTH
RAONS
TANGENT
CHORD
BEAR/AG
DELTA
EWA
1504'
4.50'
7.58'
4499'
$ 5r35'1T' II
lIfOrr
Ar8B
16.19'
97.50'
8.08'
(6.11'
S 5349'99' R
9246
178C
440.60'
322.50'
262.45'
407/9'
$ 0603'05" d'
7876'7
1760
39.91'
97.50'
2024'
33.63'
S 5554''$r E
39737_'04'
CORPS
LENGTH
LOT
DMUS
LINE CURVE
TAACENT
TABLE
C//ORD
BEARING
DELTA
IEA
444.41'
52500'
235.50'
43126'
N177874-'11
4290'02
ILIA
36990'
475.00'
206 69'
979.05'
$ !8'02'I9' E
'rola'
LCIS
48.79'
12500'
24.69'
46.12'
3 /6'36'4$' I
23Po7Y
1174
29752'
525.00'
71745'
283.94'
5 19'42'44" E
37'22'47'
1162
11503'
13500'
61.95'
111.02'
N 6r09'4r 8
5243'37'
MBA
14.98'
22500'
71/1'
139.07'
S 60'2'00' 1
36'00'06'
447611
60.51'
12500'
9086'
58.86'
5 4633'54" 1
31'41'04"
arc
69.02'
7500'
27.17'
6561'
N 6M9'Ir S
67'43'57'
USO
79.94'
50.00'
5143'
7170'
N 76224^ 1
97'96'26
LICE
2126'
/75.00'
15.67'
S/SS'
3 6667#' S
l0'b'04"
LMT
3192'
5000'
/653'
31388'
N 9rs,'4r S
95'94'47
USC
29.15'
17500'
19.66'
39.07'
3 4901'36 1
1649'03
LCSE
8129'
225.00'
406'
80.79'
N 77/922' F
04711'06
2174
6/39'
50.00"
3512'
5747'
S 20'44'00' 1
20•047,48-
0'09'461178
14711
19.00'
60.00'
9.58'
16.92'
S 529377' I
/8'06'29"
LE7C
few'
/10,00'
9.72'
18./6'
3 38'48'96 6
9'28'46'
1170
/09.04'
33500'
55.00'
108.66'
S 21'45'46 11
0636'56
LISA
178.92'
275.00'
9576'
77578'
N 7r34'$r 3
97'7/'/6
1..C90
4s6.64'
50.00'
INFINITE'
/00.00'
380.2'26 8'
1762'96
16704
39283'
47500'
26.4'
$91.73'
N /614'14" 6
472'07
11705
10516'
5000'
8710'
6683'
S869/'37E
180'2'25"
ILIOC
21529'
9200'
11176'
211.2'
N 7714'36 2
32‘52'17'
ROW. CURVE' TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHARD
BEAR/C
DELTA
/CY
286'
7500'
2473'
47.07'
N 9151'47'8
3973446
ACE
/(6.86'
15000'
6163'
1402'
$ 37'48'46 1
44'40'25"
P524
5506'
150.00'
3/.64'
54.75'
$ 3938'06 1
3701'57'
RC'S
6190'
/50.00'
3140'
6116'
S 17/7'54' F
27'76.94"
RCS
79.20'
20.00'
96.50'
7181'
$ 71/3'31 6
364/'06
RC/
12567'
200.00'
64.93'
12361'
$ 2.18'00' F
2'00'06
RCS
484/'
10000'
24.69'
493'
54699'54"1
27'44"04"
HCC
92.03'
/0000'
49.55'
86.8/'
$BM34r6
534'37
RG7
4/0.49'
500,00'
2!1.57'
39800'
319'02"8' 5
470151
BCS
292.17'
900.00'
"6.46'
317/9'
N6900'13' 6
422'57
228
423.35'
500.00'
28584'
410.72'
S 17/594" 5
4630'0,
HL70
15003'
400.00'
75.9/'
/49/5'
S 03'47'56' E
21'39'2'
N 6x42'97' 6
S 1111'26" E
SO. I. LINE TABLE
TRACT LINE TABLE
S 1534'19 1
S 60.12'49" S
S 34'41'52 1
S oe-sr.4r F
33502'
.7 06'26'37 6
3 60.52'49' 6
s Ir2.15" E
N 87'90'29' E
N 1,91'19' $
87.700.00 COtOWDO WU 1510 7080045 01
essso Lea INT 10571 Da 9048 0E0 Mat 10.8.5
0073 Lea AMY DEMI 01 n4s. saner DE C0W010173 1017 11440 101
TEDia 1101.1 DC 005 01 conincaloni 910111 10.0701.
TRACT LINE TABLE
TRACT WRVS
TABLE
CURVE
LEAVEN
RADIUS
TANGENT
CHORD
SEARIAC
DELTA
2781
215'
175.00'
2977'
46.98'
$ 137/"90' R
15025'46
2732
8705'
53500'
4953'
36.85'
S 00'43'37" .I
9'30'00'
2789
3630'
7500'
18.52'
35.95'
S 4'39'54" 1
2744'04'
2784
109.96'
17500'
5666'
108.16'
380"28'O0"2
360'06
T595
69.18'
17500'
9194'
5561'
N 71!3'211
2'41'06
2t7
56.38'
595.00'
3532'
56.35'
5 38'28'40. 5
6G9'!r
2112
110.53'
50.00'
13104'
93.49'
3 92797'37' d'
1981947
27F1
77.90'
17500'
39,61'
77.2"
N 77020'/6 6
2502'27'
2CF3
6584'
mar
39.05'
62.76'
N 97'5147' L'
2.9/'12
2819
4179'
12500'
2468'
1812'
5 925656 1
22201,
N 6x42'97' 6
S 1111'26" E
SO. I. LINE TABLE
TRACT LINE TABLE
S 1534'19 1
S 60.12'49" S
S 34'41'52 1
S oe-sr.4r F
33502'
.7 06'26'37 6
3 60.52'49' 6
s Ir2.15" E
N 87'90'29' E
N 1,91'19' $
87.700.00 COtOWDO WU 1510 7080045 01
essso Lea INT 10571 Da 9048 0E0 Mat 10.8.5
0073 Lea AMY DEMI 01 n4s. saner DE C0W010173 1017 11440 101
TEDia 1101.1 DC 005 01 conincaloni 910111 10.0701.
TRACT LINE TABLE
LINE
LENGTH
MARINO
LL/A
4$24'
$ 77'93'07' E
LL/2
40.46'
S 1132'59' E
LMAC
15000'
N0473.057 11
1124
65.89'
N 05'56'4T' 6
1/20
95.66'
S 0473'06 A'
Litt
40.00'
N Ir9S'ls' 1
GLIB
76.11'
N 0628'97 S
LISA
59.99'
S 51'11'57' F
LISA
45.51'
N 60'5249" 1
LLS.
59.99'
N 34'41'5r A'
LLCC
67,65'
$ 69'37'99" 6
LL60
19.73'
S 1r9I'l9 1
LL7A
5741'
S 6r429r F
1178
10811'
5 34'0576' 1
LL7C
72.35'
$ 89.42'12 1
1194
8680'
N Ir93"5" 1
LL9B
50.37'
$ 89'46'49' E
LL10A
50.97'
S 69'46'19" E
GRAPHIC SCALE
(IN PELT
I inch . 10 1t
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 51623
(970) 704-0311
SHEET MAP
!SOO
0
co'
FINAL PLAT OF:
THE RANCH AT COULTER CREEK PAID.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF' THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SH T 6 0
�4.
10
LL96
Alta' W ME.
9166' o-eL
6
p %E oe
55� 665 9 5 emir E
,t
CYC
`u 0' '450ore
LOT /0
• :sll.
tr.'n
Ag 9 5550
2
u708
_L -n'1=_425.90
1-2.5.5r
N
6971'15' W 25564' 2�
1
&g
A ..0.90.10 N
77
J
N
U
GRAPHIC SCALE
(06 rem)
2 Loch. 200 It
.ASED LPN 0.41• DCFECT et THIS SURVEY IOMPI 11.7E YEAM
YOU IVS1 CISCOVUI SU. DEFECT IN NO 0,00 0.0101
DASD IPOI ANY [MCI .1 NS MARKT it COI.= 1109C non TE9
L692
r9%
Lox
BWDW6
ENVELOPE
(7'm.)
SI
75'4
E z
[5,350'
norms' \ BIE
276608 4µR.
y a 6107.396 6uee / e
0. 4
lO
`\
693•x' 6
- }4617
5
60'APM041004 EASEMENT
6ENTER00 OVER 2091100
R016ADON DITCH
THROWN LOT 2
(SEE Put NOTE 6)
N 9000'00" E
J97
2800'
e954',r 1
5 4102'52'E
LOT1
419.766 apt/
9.637 acre
5 331070'E
35257
LOT 2
425.229 S9.le.
601419' 1
N 895419" E
764.94' 6V11DIN6
FNI£LO"
(TOR)
8
.(6/ \ \ _1.900" e J
/
135.52
\, \ '%'
en W 20..00
107' 12
/N- floc, 339.525 sift
7.794 owns
S 87'21'19
\67'
(WILDING
ENVELOPE \
nri
(x1)
x200111
N
2:17
5 5771'19' W
643.22
8/
<77,4
/ 0013A--4.(5353
8 o6trj4o
Y 'r$$ en3a
y x5901
100' IRRIGATION EASEMENT
CENTERED OVER DOMING
060008200 w1E11
111Rp16N LOT 1
(EEE PLAT noir e)
TRACT E
6.974940 p.ft
160.031 acres
//Y
OEN
250 PRIVATE ACCESS
7/6447.1 EASEMENT
FOR LOTS h3
ON 8
`50,00. LOT 19
\ 294,491�u1L /
6.701
..
e)
59321
q4
/ /8
'fr\'
/M1
/
/
/
/
TRACT E
6,970.941 nit.
165051 acres
LOT \
233.559 p14IL
590
\ _x ".25" 9_2014I /
2
5.362 caro
59'39'56" W 530.35
2500
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 61623
(970) 704-0311
8
N 6326! E
BU/LO/AG ENVELOPS LINE TABLE'
LUNE
LENGTH
BEAR/AC
21114
91.50'
N )1.91'69" /
2/221
4221'
N 99'99'09' 6'
102' LINE TABLE
LINE
LENGTH
BEARING
LOA
ate
57799'07' E
5112
40.16'
5 14.32'39' 5
LOE
/50.00'
N 04.19.05" /
ILEA
5569'
NO756'IT s
1592
96.56'
9 041.9'05' s
LISA
88.80'
N 4199',6' 7
4692
50.37'
S 8745,49' E
LOON
60.37'
S 8748.49" 2
11/14
55.88'
N 06'55'47 8
LO/B
40.16'
N14'379.9- II
/LISA
42.31'
N 779987"
R0.6: LINE TABLE
LENGTH
B81R7AC
81-4
56.69'
S 07.56'17-
Rid
6'56'47'
RI6
40.46'
3 /4'22'39' 2
815
42.24'
S 779907'
BU/40/AG 1971LO3! CURVE TABLE
LVRVE
LENGTH
RADIUS
TAACIAT
CMRD
REAR/AC
DELTA
117/4
)5171'
530.00'
76.73'
152.94'
S 1r297T 8
1959'/9"
80/24
904.49'
530.00'
15525'
30448'
5 49'25'86' 2
27'41'12"
B'/3A
5198'
520.00'
4105' .x,92'
1109'
3 7748'E7 6
rnI'Er
6732
2/7.52'
/120.00'
124.12'
2439/'
N 77972,' V
769'27
81744
420.22'
142000'
2/799'
4/5.34'
N 5592'97 I
1658'57
EASEMENT CURVE TABLE
CURVE
LEAC711
RADIUS
TANGENT
CHORD
BEARING
DELTA
631
126.43'
400.00'
6975'
126,90'
S 0993'47' 8
1696'94'
E6193
73/78'
195.00'
70064'
126.65'
S 16'09'47 E
5684,24'
9GSC
11I29'
/5500'
50.82'
1109'
N 49.45.17' s
4730'57'
2V32
11145'
900.00'
56:89'
71081'
101'61'60 I
217789'
50095
327.59'
/10.00'
14799'
X1991'
N 472/'06" 1
5359'27'
3C3T
13416'
95.00'
8101'
129.29'
S 1727'67 I
5084'51
6630
98.81'
115.00'
52.15'
9626'
/V9798'19.6
4577.3,'
6C3H
9982'
140.00'
5314'
97.72'
3 97522,' I
40.57'11
1207: 67/87! TABLE
CURVE
121,6172
RADITUS
TA1C1N7
CHORD
881R/AC
DELTA
RCS
419.35'
600.00'
225.24'
410.72'
S /71874" E
4730'0T
670
150.09'
400.00'
7597'
"9/6'
S 074766-
RCN
747.6,'
6N1
69782'
690 00'
35518'
506.17'
S 4656'6. E
69'00'17
I872
(/03.24'
117000'
1077.67
S 568'081 8
4350.08'
LOT 11146 CURVE TABLE
CURVE
L5AG71/
3.411101
7110600'
CHORD
B2A8110
DELTA
IC/1
13455'
149500'
(67 SIN
83986'
N 770827' I
/70979'
1LYB
6/099'
66500'
940.79'
530.01'
51702'5,' 6
6300'17
1070
140.56'
97500'
7116'
119.67
30747'581 E
272888'
LC24
444 41'
52500'
2.76.50'
49116'
N /77874" I
4790'0,'
1018
122.48'
987.50'
5775'
191,97'
S 090.977' 2
4853'9'
1S2C
71953'
122.60'
5501'
11461'
S 4699'47 E
575er'
/.0311
71187'
/47.50'
6545'
/8178'
1749'45'? 7
4,'3027
1021
11611'
918.50'
58.71'
.5646'
10"'57'50' I
27/780"
/E101
39253'
475.00'
206.49'
98173'
N 1744'44' 7
4729'02'
11702
105,17
50.00'
8719'
5582'
3 9791'37 E
/20'30'281
1470C
27529'
92500'
11175'
2/198'
Al 71/4'93" 4'
375717'
1.0711
169.4/'
425.00'
8..55'
158.47
S 0947,55' 2
7727.36-
729'611718
(CHB
19007'
605.00'
958E'
18929'
5 8998'97 2
7700'00'
44724
348.45'
50500'
173.1'
34955'
3 49'02'89' 2
9700'00"
11/31
1E6.79'
60500'
53.59'
I%56'
S 7792'5. 1
1900281
16793
17712'
/445 00'
198 /4'
275.99'
N 7753'07 7
/790'00'
11/4A
00705'
1445.00'
474.96'
79561'
N 5779'081 7
3750'03"
SHEET
10
82767
SHEET 9
SHEET MAP
111., 55.411.5016 2 65 -KA
FINALLAT OF:
THE RANCH AT COTPTTITFR CREEK P.TT D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
7 • • • • 15- 7
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(M 7222)
1 leek - 100 It
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE AS
CARBONDALE, COLORADO 81623
(970) 704-0311
M.IfJJOOM
8279'0?
11x'409' i ]X.TS \ \j \
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90058 w5x \ \
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SHEET MAP
UTILITY ZONE CURVE TAOL6
UTC,
/60.4/'
895.00'
7539'
150.23'
N news- s
9'44'16'
UZC2
427.90'
88500'
417.33'
N 66.66'!!" 6
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TRACT F
2269.048 .°.0,
02109 curs.
22
5913'34
1500'
15000
BUILDING ENVELOPE CURVE TABLE
CURVE
LENGTH
RABNS
TAAC127
CHORD
MANIC
DELTA
BMA
LCY64
27954'
212.65'
91000'
910.00'
140.88'
10792'
278.44'
2/9.16'
S 4418cr
S 64'26'2/' 6
1r36.015
1527'027
BCY7A
13512'
910.00'
67.68'
134.99'
S 78'44'4r S
8'30'2$
LOT LINE CURVE TABLE
CURVE
LENGTH
RADIUS
TAACENT
CHORD
9 At'hC
DELTA
/n144
807,06'
144600'
41436'
7956/'
N 50'32'06' I
JR0'03'
LCYSA
999.82'
98500'
17206
99779'
S 4573"04" E
22057.00'
17.34
554.56'
88500'
18536
25398'
S 68•48.047 6
16'90'112
ILY7A
17599'
88500'
88.29'
175.70'
S 78'44'54" E
,r29'9r
1078
1/506
5000'
11895'
9631'
S 0970'07' E
19256M
TRACT CURVE TABLE
CURVE
GOVAN
842143
TANGENT
ChORO
BEAR/AC
DELTA
7t57
12560'
22500'
729.31'
X8.27'
S 49.50'447 6
enter
1[112
19927'
160.00'
!17.62'
1850$'
N 4009,36" 17809.1!'
90109'00'
,Ca,
9290'
50.00'
6490,69'
746.17'
N 0977'98"2
10r95Y1#
2CE2
170.66'
17500'
9280'
1659e'
6 6017W 5
56'E2.27"
TCE3
25583'
200.00'
158,89'
24669'
N40'09y5' I
76'09'74'
MAYO
78161'
260.00'
9463'
17786'
N 700748' 6
.10'09'0G*
,022/
290.42'
2e000'
6346
22999'
S 6.0166,' 5
50.47/4'
IYEIT
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99500'
6076'
1/9.W
N 6629'!47 6
20'33'3C
20473
242.72'
650.00'
12267'
241.44'
S 66'9/'28' 1
20'27'OS'
70474
671.7/'
885.00'
.9553'
561,9$'
N 73'4979" E
32'00'47'
2074
76245'
/48500'
409.09'
776.37'
N 0.98.26"7
9070'447
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131590'
836.00'
8.3719'
119241'
S 79'37'34' E
arena.
TITS
26067'
790.00'
78169'
259.1$'
S 6637'2477
20'27'0r
704
939.95'
29600'
19246'
980.85'
N40-4.465
66'20'32'
T.'6
376.13'
480.00'
/99.49'
365.42'
5 58'5634' V
4509/0.
2079
25270'
220.00'
529.26'
386.92'
N 06'29'447 6
9206'67"
![G5
16704'
$/000'
8926
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N 67707r E
4534.20
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2/0.00'
99.69'
780.11'
S 64728'547 6
Sr4TtC
2CC5
229.35'
39500'
119.26'
25489'
N27'0l'/r 6
$973'24"
766
338,74'
490.00'
17571'
330.06'
5 2059$t I
45128/0"
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491 09'
27000'
ream'
$9582•
N 06".29'10' 6
92G6'Sr
tzar. CURVE TABLE
WAVE
LENGTH
MMUS
TANGENT
CHORD
BEAR/AC
DELTA
102
510924'
1470.00'
57.06'
1077.59'
.7 5679,9'05' 5
4500'03"
/C,9
135514'
860 00'
e52.25'
5217.61'
S 7r37'347 E
90109'00'
MAYA
77181'
860,00'
414.09'
746.17'
S 6075'447 B
3025,15
AYSB
59193'
860.00'
90226'
57092'
S 7.099'49 I
954317'
104
77525'
200.00'
164.44'
95404'
S 9548'97' B
7915/1r
ICY44
9562'
810.00'
16.95'
33.78'
S 0413'39" S
54/'10
27182
24149'
200.00'
#27.86'
227.04'
9 453978' 6
6998$5
RC76
23260'
17500'
/3710'
1395'
N 1009'90 I
709'14'
2(24
25166'
70500'
#2719'
250.91'
5 669!'X" I
20.27'05
2(25
9694'
910.2'
210.45'
348.15
N 1034'45' S
6020.9t
2(254
194.39'
910.00'
68,27'
199.94'
N 6379.547 E
74'50'14'
112,252
29537'
910.00'
139.69'
22976'
N29'09'34"6
4630Yr
2(56
208.91
83500'
1/755'
20165'
9 6128'57' 6
5517/47
NC27
2X15'
29-00'
119 34'
21282'
N6976or E
55SOYr
2('29
96844'
45500'
187.10'
949.24'
S7'511747 I
4608'10"
4'90
99989'
24590'
25422'
35789'
2406'29'10' E
9286'52
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341.401 .9x
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INAL LAT OF:
THE RANCH AT CFOTPJJITER CREEK P U.D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 8 OF 10/DETAIL LOTS 18-22
TRACT O
.6.8.106 cr H
59.974 50'44
1383.74'
85000'
SHE
\
0
SHEET 8
SHEET 9
SHEET MAP
9
EASEMENT LINE TABLE
LE.W'TN
BANNING
ELISA
N 291417, 2
LOT LINE TABLE
LINE
LENGTH
BEARING
LLIBA
6177'
S 659297 •
0.188
1119'
N 5577'20-
LLL11
11/2'
N 5517'4" •
Bar LINE TABLE
LINE
LEACTN
BEABIAG
70.4$'
N ssn•BT /
SIVA
N 551720" 1
8175
90.42'
N 5$77'90- I
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272 eves H'
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SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
£211a1 ilCia8 URN ANY 510 IN MI5 SW VATI. TWICE MISS
4ASED YON ANT 00111 1114 9W EC CONNZN02. WOE 1./1
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COO IERUNE.{\ \J;
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TRACT FOR L0619\4 6.425 awn \ \IN 6_n9'S6•_Mit
455) acne 5 5959'56
5.31.11'
S 89°04'23" V
1342.59'
O
S 89'41'18
1338.40
EASEMENT CURVE TABLE
CURVE
LEANN
RADIUS
TANGENT
CHORD
BEARING
DELTA
Ar/sd
200.00'
52.45'
19952'
$ 04.20,94' I
314771
'NY
52.25'
2587'
N 8314'09' E
60WOb9"
BVILDIAC ENVELOPE CURVE TABLE
Roc
CURVE
LEAGTN
RAD/US
TANGENT
CHORD
BEARIAO
DELTA
AYBA
718.4'
_/90.00'
6/4'
1/6.50'
N6r27''r S
98742287
MICA
17025'
100 00'
68.50'
HIM'
N 6738'Sr 2
6569 'Sr
11C17A
6268'
960.00'
2/e7
6223'
S 6947'69- I
9558'95
BC99A
INN'
7401'
82,00'
/15.99'
N /5/5'48' S
8721'05
Awns-
Rog: CURVE TABLE
CURVE
LB.WTN
RADIUS
TANGENT
CHORD
BEAR/AC
DELTA
7424
2754'
200 00'
184.44'
95404'
$ 954297 E
savor
s044
833.82'
20000'
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3978'
S 041379" 6
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19148
24143'
200.00'
737.88'
297.04
S 459977 6
68'09'55
P05
29260'
176.00'
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2/6.95'
N 4009'35 I
78'09'14"
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407.92'
140.00'
/22964'
278./2
S 85'89'20" E
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AMA
/8486'
140.00'
106.32'
/89.84'
5 3917'46" E
7425'94
R/6B
22807'
140.00'
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209.29'
NSF/9'65 6
959705
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8/8.95'
74,00'
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5 56.22'/5 I
90.47'67
R/7A
02.86'
300.00'
4201'
8227'
S 22'5029' 7
274427
R072
291.08'
200.00'
13263'
920.95'
S 681485 I
6703'37'
0029
49.13'
100.00'
67.20'
13044'
N 97084N V
821079"
819
5647'
5000'
9800'
55.20'
N2f47'10 I
770027
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12500'
83,84'
/44.29'
S 223755 8
70.487'
ACP/
4975'
AM 00'
./45'
12.67'
N 5239'92' 7
7374'15
3029
190.99'
50.00'
414.52'
94.50'
N 20225r 5
nevem-
RCM
1524
100.00'
2901'
44.85'
$ 7114'91 E
255574'
TRACT CURVE TABLE
CURVE
NAVIN
RADIUS
TANNIN
CNOND
BEAR/AC
DELTA
7CO1
22560'
916.00'
723.31'
2/627'
S 4530'44" 9
57,455
7402
199,37'
150.00'
1062'
195.02'
N 40'0735 7
760974"
ICD9
15716'
15500'
91,55'
150.10'
3 3105'21 E
6601'16"
ICM
93.90'
50.00'
68.97
8069'
N09'177877
107,95'487
7CE2
170.68'
17500'
9280'
/62.98'
3 5017'587 E
6553'27
ICES
265.03'
20000'
156.59'
24669'
N 4009'95 2
76'09'42
ICES
10994
/1500'
5958'
70580'
S 00471 E
54'46'3T'
ICES
8942'
50.00'
61.00'
7794'
N 7590'91 F
I01/9'Or
ICAC
1464'
11500'
8489'
I460'
N 4724'25 A'
725271
IC67
5432'
22500'
2729'
5419'
S /75371 •
1549.55
71'A1
5855'
50.00'
5717'
7741'
S 944.740" I
/072671
7G®
224.44'
12500'
/2255'
21525'
5731/'47,7
$109'17
LOT LINE CURVE TABLE
CURVE
LEACTN
RAD/OS
TAOCENT
CHORD
BEAR/AC
DELTA
Lan
19.60'
50.00'
/2/.10'
99.06'
5 7580'31 S
1910972
1L188
219.27'
16600'
N9.21'
30318'
N 450295 E
7608722
1C76C
25.50'
175.00'
1999'
4.57'
S 1679'95 7
54.792
/.780
30.70'
50.00'
13.85'
90.22'
N 8210'01 6
9570767
1782
29.24'
2500'
18.55'
2760'
N 27,4770' V
870074"
1616E
184.37'
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/0501'
179./4'
S 23'91'55 6
754'61
1780
5/.4'
17600'
MITI'
27.94'
N 524'92 V
4274'41
1C20A
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75.00'
/4.97'
120.77'
N >r3400' 2
//147'44'
NBA
126.77'
7500'
8785'
//9.52'
N 956)'07 S
98'2279
WE1/B
2250'
7500'
/6.51
92.4'
5 72777.7 E
24'49'44"
ISM
25.82'
225.00'
/2.42'
4E0'
N &rave I
6.49'49
WIN
/2804'
/0000'
10.67'
/16.49'
$ 23'9/88" 2
77729'67-
0.4/'61441218
Ern
5174'
75.00'
49.55'
81.80'
N 21'47'19 •
61427
462E
2070'
50.00'
1585'
30.23'
N 125248' I
$570'55'
LC210
158.92'
775..00'
95.4/'
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S 7545'29 7
520747'
WNW
10157'
75.00'
86740'
965e'
N 9126'747 7
62424'
1621
129.97'
50.00'
145.49'
94.57'
5 0704'44 S
4424379
I122A
179.29'
125.00'
/09.00'
1542/'
N 9106'4' •
62/0'99
16229
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50.00'
256.59'
96,76'
N 2255'15 3
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TRACT E
6.970.941 sq.!
160.031 ayes
NOTIC Amon. to COLOnADO LAW 00k1 MUST COSUENCE Ma LEM
001,04 6.9 Unit AMY OPEC/ IN 11-15 SLIther WIN WIZ IT -.5
mar nes.0 00001.1.9n1 60800 110 012,40 NKr 0.40 %MN
CAM fad .10 Dia OF 1,001.1101 910011 14006
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TRACT F
1269-046 aan.
51009 «w
FINAL PLAT
THE RANCH AT COITTIOF:TFR CREEK P U.D.
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 9 OF 10/DETAIL LOTS 23-26
050.00' 061
t /0068
5 693!]4' EO_
0000'
000.00
8
m
N
S 89.39'54" E 1334.01'
69
]0.1
tG3' 9 69
9
6933']4"
873.54
50'
0957.3.4"_._E COULTER LANE
5 6952'3! E 27244' S 095234'
100.00' 130.14' ]20.00
M
87046'
0
35000
0690
-0
893954 E 161.37
e9 69'39'54' E
p'S 4 14160'
r 5 OOJa'N' E now 7
- 5 ]9'2,• C 213].61• ` ,,.W -1
1S 2624 \y
m LOT 24
1" LOT 23 13056289.6.
202813 eat. 1293 874.9
4.888 80068 m 1 1
Iw 1
75500'
23500'
N 59'3934" W 67000'
.05
8
/
I
LOT 25
201599 fres.
E 4.949 80088
N07#N'w
gl
6
55.00'
TRACT D
2.608.186 3¢11.
59.874 80000
GRAPHIC SCALE
(IN FEET)
I theta - ISO IL
8
'500
5 69]9!14'8 945. T
4002 25.03
8
$ E
!i
LOT 26'
252 a9.n.
5.610 8138.
S
8NL0N0-
ENSEL0'E
(ISP)
69''954'
20.00
In
0
O
S 89'41'18" F 1338.40'
litairmvass
ar..
+
�y\
SHE E )10
E
SEEET 6
SHEET 9
SHEET MAP
JOT LINE TABLE
LINE
LC8TN
BEAR/AC
LL96A
3617'
N 50,7'26' 6
LOT LINE CURVE TABLE
CURVE
L5LETN
RABNS
TAMER'
CHORD
BEARING
DELTA
IC2.9A
29.65'
%0.00'
/A.84'
59.64'
N 4551'24" 6
6'91'05'
WYSE
99.01'
5000'
7620'
83.6'
N454P09' 6
1/557'96'
LC23C
1/477'
175.00'
5898'
11/.78'
S 7)79'69" 1
7/240401"
IC244
00472'
50.00'
86.60'
86.60'
S 8955'91. 6
120'00'00"
IC554
87.27'
50.00'
59.59'
7680'
579.55'925
100170'00"
15854
78.54'
50.00.
5000'
7071'
N 06,7'506
90,060"
RO.5 CURVE TABLE
WRVS
MALT//
RADIOS
TAMEST
CHORD
BEAR/AC
MITA
X25
369.77'
6/000'
11045'
24819'
N 4794'456
86'50'58
LC25A
/9!89'
2/0.00'x.//
94.69'
/93,64'
N 6529.61" E
5450'22
X'255
235,87'
510.00'
19869'
219.76'
N 29,8'54" 6
4590'1/"
AC26
20831'
28500'
10.55'
201.55'
S 64.18'57" S
50'491/4"
RCP7
280.8$'
23500'
119.24'
1/282'
N 6512.02 f
59'50'49"
5022
18796'
2,000'
10157'
/80,12'
S enter I
5550,49'
85284
11.54'
20000'
577'
1/54'
S 975697' I
69875
20093
/76.12'
200.00'
9441'
/7076'
5 645/72 V
5.792'52
2029
256.44'
45500'
18910'
249.84'
319'56'51" •
45'08'10'
8550
69689'
245.00'
55422'
25582'
N 067970' E
9E06'67'
TRACT CURVE TABLE
CURVE
LENGTH
RADIUS
TAACENT
CHORD
MAR/AC
DELTA
IC95
291,44'
185.00'
8255'
215 95'
S 757/'47' I
67'0972
76470
781.61'
260.60'
94.69'
177.85'
N 70007'16" S
4000'00"
SIMV
2.40.47'
860.00'
12845'
288.98'
S 84.99'97" S
$747/C
ICF?
93995'
285.00'
79348'
92015'
/"4794'46"6
6520'55
7646
378.13'
48000'
/9249'
368.45
S 19586! •
4505/0'
7649
356.70'
220.00'
21828'
31681'
N 06'19'0'8
9509'67
ICC1
75247'
525.00'
7929'
119.57'
$ 7929'40' 1
98'49'95
TLC2
09.91'
50.00'
9801'
86.08'
S 1268'15- 1
s856540"
ICC9
16704'
2/0.00.
88.81'
76267'
N87":0'15 S
4524'28'
RCI
186.15'
2/0.00'
3969'
18911'
S 5I'40'69' f
55477C
20055
929.22'
39500'
11296'
221.88'
N 97,17.19 E
3923'N"
RC6
238.74'
190.00'
178.71'
390.05'
S 99'58'34' I
450871"
RC7
424.09'
270.00'
28015'
98895'
N 08'250" E
9206'57'
207220
96.89'
50.00'
77.47'
8192'
S 86'07'16" V
110110'00"
R021
70472'
5000'
88.60'
88.60'
N 89'52'94' 1
2710V00'00"
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
2005 00/5./64 21110-20,.
MATCH BELOW
S 89'37'39
FINAL PLAT OF:
THE RA\CH AT COTJTITER CREEK P.IJ.O.
LOCATED IN
A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
----tea,
60.00
COUNTY ROAD /115
RICJIT-DI-WAY
SHEET 10 OF 10/DETAIL COUNTY ROAD 115/RANCH COMPOUND/TRACT H
1]1
;.'dI
iI
ar..' ....i� "
TC
o
"�_"; tz
,, 4r
•
B
6EF EaSELai
5011.37' .37'
B0JIJO
Jae
OVERHEAD
Po
ROE 115
9.8$0 .a.n.
0226 ave.
UTILITY EASEMENT CURVE TABLE
USC'/
32589'
395.00'
17296'
316.72'
N 8('21'524 1
CI CE
99500'
%68'
6924'
N 03'5658 9'
7113'11'
USCG
22500'
/6.58'
9906'
N 90.97'29• E
8'35'99'
USCI
8789'
225.00
1151'
9739'
N 15'/9"3 6
22'22'51"
COMITY ROAD I/5 CURVE TABLE
CURVE
LEACTN
RADIUS
TANGENT
CHORD
BEARING
DELTA
C/CS
105.94'
/200.00'
5900'
105.90'
N 7615'16' 7
6-03'90'
CRCS
25199'
1200.00'
196.13'
250.87'
S 7915'00' E
1200'00'
CR3A
91.09'
/200.00'
1557'
9107'
S 7576'28' 6
1'24W2"
ClCIB
16091'
110000'
0024'
160.12'
S 8r25'99- E
T39'o9'
CACI
205.08'
600.00'
10100'
3429.64'
N 739060' 9
29490'00"
CRCS
909.56
1600.00'
15521'
209.02'
5 6377'97' E
1605'00'
CRA'
911.55'
1000.00'
156.89'
810.00'
H 6.756'00' 1
17'30'00'
CSN'/
107.27'
125.00'
32131'
99219'
N 2330'00' 6
56400'00"
C/C9
8151'
100.00'
49.13'
7990'
s 232/'30" E
.l6.13'Or
TRACT E
6.970.941 sot
160.031 Gail.
R0./. CURVE TABLE
CURVE
LEAVER
RADIUS
TANGENT
CHORD
BEAR/NG
DELTA
831
.70.72'
90000'
11536'
29/62'
5!879732
51112'I1"
892
41/21'
100000'
308.55'
108.98'
N 0019609' E
299393
Ray
519.99'
11900'
89299'
51116'
S 2615'8/' V
75.53'(1"
3094
19155'
(9500'
7138'
186.1/'
N 96.02'28' E
5550'00'
AC36
#28.23'
27500'
6520'
127.06'
S 9741653 V
2639'5/"
3096
10734'
20000'
56.21'
10625'
919.26'08 S
30.48'93'
TRACT CURVE' TABLE'
CURVE
LENGTH
RADIOS
TALCENT
CHORD
BEAR/BC
DELTA
RCN
270.72'
300.00'
115..96'
2.£162'
S 1349'/3 4'
57419',/'
I6/10
299.28'
99500'
15747'
289.19'
S /81973 E
erv8'Ir
TCMYI
100.99'
97600'
20.2.91'
890.11'
N 007603 4'
8899'98"
70738
582.88'
11900'
912.91'
61179'
S 2616"6r V
75019b"
208322
919.99'
41800'
(6791'
3/909'
S 0975'50' 9'
1189724
702388
866.69'
119.00'
/8611'
259.06'
S 16-57574 V
51.00'08
20/19
107.19'
110.00'
5828'
(09.00'
N 86123'26' E
5850'00'
20171
/flea'
800.00'
7129'
198.6/'
S 2/'96'58 V
26.42'5/'
20715
9110'
/75.00'
46.22'
9297'
N 19'X'024 6
80149'98
20116
7219'
(230.00'
X.25'
76.15'
S 74'56'18" 6
822'56'
TCT/'
677.98'
/170.00'
139.31'
27.73'
II 60.08 X90' N
)8X'00'
R.'2YB
11910'
9590.00'
7155'
/19.10'
S 6164.21'/r 6
086971
261/9
9208'
/080.00'
16.07'
9205'
H 82'/1'20" 6
5'07'20"
20730
866.62'
1680.00'
13799'
965.79'
N 9700'00' 6
1880'00'
ICFBI
9116'
59000'
1669'
9105'
S 78'19'9/' E
9'56'/3
2088
248166'
87500'
199.35'
89982'
S /81976- 6
Sr18'Ir
XIV
13119'
102500'
819.72'
1/8.58
900X1'086
8899'98
ICSIO
6/709'
329.00'
903.66'
180.59'
S 2615'sr V
76.2971'
27011
75.592'
160.00'
81.78'
/19.83'
H 96'03'23 6
5860'00'
IEV79
11666'
250.00'
69.56'
(16.5r
S trust ,
.6.18'5/'
TCCl9
16099'
22500'
6/99'
1/9.69'
H (9'26'08 6
30'16'93
279614
16161'
123000'
6797'
13654'
588060436
6'/6'78'
2Ep6
/96.72'
17040'
9776'
(91.48'
N 7890'00' 1
69'X'00"
77016
933"
1680.00'
16815'
30182'
S 65/790' 6
)('06'00"
1E677
30191'
97000'
15219'
300.70'
N 6866'00' 1
(55060"
170/8
879.17'
37600'
20162'
561.78'
N 2390'00" V
55'00'00"
17019
19261'
180.00'
7274'
/28.96'
S 2919'13 A'
5827'89'
wM
69861'
1170.00'
/16.7/'
29196"
S 7399'/3 6
1/'69'91'
2C@
2/738'
669.00'
770.24'
215.96'
N 7830'00' V
2890'00'
ICES
909.70'
1570.•'
15899'
903.29'
S 67(7'90• E
1105'00"
1001
920.59'
1030.00'
/6160'
319.90'
N 6855'00' V
1550'00'
10/15
969.87'
166.00'
/9564'
359.31'
N 9/'14'93 V
16.90'11'
IrCE: /COW. 10 MEOW* LAI 100 MST CONNO•tt su
CI. BASCO UPON my OMIT IN THIS SAW, 11111•1 MEC VORS
ITV MST MCP. DE/ECT 01140 DOIT 1/11 MY ACTION
BAUD VP,11 ANY 11/00114 MIS 9.1011, 010010ED WOIE ITN
WAS Ht. TfE WC OW camcanal
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
60.00
RANCH C'OUPgMO
-0001090 EASEMENT
(SEE NOTE THIS SHEE
SFE EASEMENT
DETAIL BELOW
PAS SHEET
TRACT C
727.045 W.,l.
5.213 acre,
,n+
N 90391
ROE 115
119.115 .arc
2734 eves
30.0' OA RHEAS
PONS EASOENT
FOR ME 6292273
OF HOLY CROSS ENERGY
L.
N
EASEMENT DETAIL
TRACT F
5229.09 ep 9
52.102 sails
J6d22Y B \ _
GRAPHIC SCALE
ir
COUNTY ROAD /115
m
E.G5080 OVERMFAO
1111033 LINES
QUO
MATCH ABOVE
(d FEET )
I Inch - 100 tt
2
S
8
RECEPTION
ROADWAY
ON 1261460
FOR ROADWAY
RECF?TICN 1556556
8
11 ta4111
I
SHEET 10
Fs.
7 / "J1.
SHEET Y
6
SBEET
SHEET MAP
RANO COMPOUND 1019111.10 A WIMPS vow.
ME RANCH COMPOUND BINDING EASEMENT SHOW HEREON IS
CWITHIN THE CONSERVATION EASE10411' AREA GRANTED 10 ME
ASPEN VALLEY LAND MUST BY 8143/18COUNPPOERENS CORDED
pry
68' . SSACLERK YY0lCORCCD IN
PACE 190 I AS RECEPTION N0. J AT IN
ACCORDANCE MM ME DEVELOPMENT APPR0VA3 ISSUES BY
1415810 COUNTY EM THE RANCH AT CW11ER CRU:. THE
RANCH 00/70790 BOIANO EASEMENT IS 114E ONLY AREA
MORIN ME CONSERVATION EASEMENT AREA MERE RANCH
STRUCTURES MO DINER AMEMRES MAY BE CONSTRUCTED. Al
OTHER USES PERMITTED BY NE CONSERVAEOM EASEMENT MAY
OCCUR ANYMIERE WITHIN ME CONSERVATON EASEMEM AREA
TRACT LINE TABLE
LINE
LENGTH
BEARING
TLC,
7189'
H 00.807/'
COUNTY ROAD 1/5 LINE TABLE
LINA'
LEAVEN
BEAR/AC
CRL)
51.46'
S 00•SO'lr E
CRI3
s 00 60'Ir E
89'44'5I" E 416.06'
60.00' AI.u55 EASEMENT
RECEPTION µS2173
1332.93',
416.06'
W
1.074 FOR STDG( WA RMNO PURPOSES
600.4 61 PACE 553 RECEPTION 129621
BOOS 346 PACE 42 RECEPTION 1219711
MOZ2H HOZVW
'As o,/al.